1.
In the calculation of fixed end moments, joints B and C are temporarily locked.
在计算固端弯矩时，临时锁住共点B和C。
2.
A Solution Method of the Bending Moment of the Statically Indeterminate Beam with Constant Cross Section and Single-span;
等截面单跨超静定梁固端弯矩的一种解法
3.
Behavior of concrete filled steel tubular beam-columns under eccentric loading of unequal end-moments
不等端弯矩圆钢管混凝土偏压柱力学性能研究
4.
The Research on the Calculate Rigidity of Frame Beam and the Research on Amplitude Regulation Coefficient of Bending Moment Within Beam End;
框架梁计算刚度放大系数与梁端弯矩调幅系数的研究
5.
The Research on the Calculate Rigidity of Frame Beam and Amplitude Regulation Coefficient in Reason Value of Bending Moment within Beam End;
框架梁计算刚度与梁端弯矩调幅系数合理取值的研究
6.
Global Stability Research of Beams under the Loading Combined Antisymmetric End Moments with Transverse Uniformly Distributed Load;
反对称端弯矩和横向均布载共同作用下梁的整体稳定性研究
7.
Buckling of Stepped Columns & Moment Amplification Factor of Columns in Frame-Shear-flexural Bracing Systems;
阶形柱的稳定及框架—弯剪型支撑体系中框架柱的柱端弯矩放大系数
8.
COMPARATIVE STUDY ON BENDING STRENGTHENING METHOD OF NEGATIVE MOMENT AREA AT BEAM END IN RC FRAME
梁端负弯矩区受弯性能加固方法对比试验研究
9.
Study on rotation capacity of prestressed composite girders under negative moment
预应力组合梁负弯矩作用下梁端转动能力研究
10.
Research of the End Plate Conjunction Capability with Moment of Rectangular Steel Tubing Concrete Column-H Beam;
矩形钢管混凝土柱-H型钢梁端板半刚性连接受弯性能研究
11.
Experimental Research on Behavior of Flush End-plate Composite Joints under Positive Moment;
正弯矩作用下平齐式端板连接组合节点的试验研究
12.
Performance of Partial-Depth End-Plates Beam-To-Column Composite Joints of Steel Frames under Hogging Moment;
部分端板连接梁柱组合节点负弯矩作用时的受力性能研究
13.
Study on Moment-Rotation Relationship of End-Plates Connection Semi-Rigid Beam-to-Column Joints of Steel Frames;
端板连接半刚性钢框架梁柱节点弯矩转角关系研究
14.
PUSH-OVER Analysis of the Cast-in-place Reinforced Slab Participated in Beam End Negative Moment on Frame Structures
整浇楼板板筋参与梁端负弯矩承载力后框架结构的PUSH-OVER分析
15.
Practical application of calculation method on moment-rotation curves in beam-to-column semi-rigid end-plate connections
梁柱半刚性端板连接弯矩—转角全曲线计算方法的实际应用
16.
Moment-Rotation Models of Semi-Rigid Composite Beam-To-Column Joints with Flush End Plate Connection
平端板连接半刚性梁柱组合节点的弯矩-转角模型
17.
Current Situation Analysis and Suggestions of Strengthening Technology in Negative Moment of the Reinforced Concrete Frame Beams
钢混框架梁端负弯矩区加固技术现状分析及建议
18.
Each such beam is subjected to the external loads that normally act upon it, together with the two redundant moments at its ends.
每一根这样的梁承受垂直作用于其上的外荷，以及两端的两赘余弯矩。